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  • 1
    Electronic Resource
    Electronic Resource
    An ultrastructural study of experimental high velocity penetrating head injury (1983)
    Springer
    Acta neuropathologica 59 (1983), S. 277-282 
    Details
    ISSN: 1432-0533
    Keywords: Trauma ; Missile head injury ; Astrocyte ; Blood brain barrier ; Ultrastructure
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine
    Notes: Summary Experimental high velocity missile brain injury in the rhesus monkey produces widespread swelling of perivascular astrocytes within 30 min of injury. Possible mechanisms for this lesion include a direct effect of force, chemical mediation secondary to the extravasation of blood, alterations in the permeability of the blood brain barrier and ischaemia. The implications of this finding for the function of the blood brain barrier, for neurotransmission and for neuronal survival are discussed.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00691493
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    Paper (German National Licenses)
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  • 2
    Electronic Resource
    Electronic Resource
    Rapid shearing in a rate-type soil surrounding a cylindrical cavity (1984)
    New York, NY [u.a.] : Wiley-Blackwell
    International Journal for Numerical and Analytical Methods in Geomechanics 8 (1984), S. 141-155 
    Details
    ISSN: 0363-9061
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The stress and deformation resulting from rapidly applied axial traction on the face of a cylindrical cavity in a saturated soil are analysed. A simple rate-type constitutive model is used for the effective stress response.
    Additional Material: 5 Ill.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1002/nag.1610080204
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    Paper (German National Licenses)
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  • 3
    Electronic Resource
    Electronic Resource
    Rapid expansion of a cylindrical cavity in a rate-type soil (1984)
    New York, NY [u.a.] : Wiley-Blackwell
    International Journal for Numerical and Analytical Methods in Geomechanics 8 (1984), S. 125-140 
    Details
    ISSN: 0363-9061
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: An analytical solution for rapid (undrained) expansion of a long cylindrical cavity from initially zero radius is presented. A simple rate-type soil model possessing the salient features of the modified Cambridge critical state model is used. Application of the solution to determination of the stress field surrounding a pile immediately after driving is discussed.
    Additional Material: 9 Ill.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1002/nag.1610080203
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    Paper (German National Licenses)
    Fulltext
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